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APPENDIX I (continued) <br />Summary of IFG-4 velocity adjustment factors • <br />for a range of flows at Black Rocks, Moab, and Grays Canyon <br />Velocity adjustment factors by transect <br />Q (cfs) 1 2 3 4 5 <br />Black Rocks <br />1,600.00 .9518 1.051 .9147 .9708 .9597 <br />2,000.00 .9728 1.049 .9352 .9581 .9765 <br />3,000.00 .9983 1.033 .9763 .9728 .9992 <br />4,000.00 1.006 1.017 .9960 .9800 1.005 <br />5,000.00 1.007 1.002 1.005 .9827 1.005 <br />6,000.00 1.003 .9891 1.004 .9824 1.001 <br />7,000.00 .9981 .9770 .9966 .9803 .9950 <br />8,000.00 .9911 .9661 .9830 .9771 .9873 <br />9,000.00 .9834 .9561 .9647 .9737 .9789 <br />11,000.00 .9672 .9386 .9185 .9662 .9609 <br />13,000.00 .9509 .9237 .8640 .9583 .9424 <br />15,000.00 .9349 .9106 .8056 .9503 .9239 <br />17,000.00 .9195 .8991 .7464 .9422 .9059 <br /> Moab <br />2,000.00 1.107 1.050 1.067 .9597 .9249 <br />3,000.00 1.026 1.011 1.017 .9832 .9644 <br />4,000.00 1.003 .9983 1.002 .9958 .9876 <br />5,000.00 .9939 .9937 .9983 1.003 1.001 <br />6,000.00 .9903 .9926 .9941 1.007 1.010 <br /> <br />7,000.00 <br />.9897 <br />.9932 <br />.9942 <br />1.008 • <br />1.014 <br />8,000.00 .9906 .9946 .9934 1.009 1.014 <br />9,000.00 .9924 .9963 .9938 1.009 1.013 <br />11,000.00 .9946 1.000 .9965 1.008 1.007 <br />13,000.00 .9986 1.003 1.000 1.006 .9989 <br />15,000.00 1.003 1.006 1.004 1.003 .9878 <br />20,000.00 1.011 1.005 1.010 .9930 .9535 <br />25,000.00 1.019 1.004 1.015 .9811 .9152 <br />30,000.00 1.027 1.001 1.019 .9689 .8756 <br />40,000.00 1.039 .9909 1.025 .9457 .7973 <br />Grays Canyon site Green River <br />20,000.00 .7070 .8378 1.0056 .9117 .8902 <br />17,500.00 .7765 .8733 1.0047 .9367 .9157 <br />15,000.00 .8467 .9082 1.0035 .9596 .9415 <br />13,500.00 .8874 .9285 1.0020 .9830 .9718 <br />9,543.00 .9805 .9777 .9985 .9980 .9942 <br />8,500.00 .9987 .9884 .9969 1.0029 1.0020 <br />6,500.00 1.0218 1.0048 .9941 1.0089 1.0122 <br />5,255.00 1.0259 1.0111 .9931 1.0096 1.0130 <br />3,500.00 1.0114 1.0123 .9939 1.0036 .9996 <br />2,633.00 .9919 1.0084 .9993 .9953 .9801 <br />2,000.00 .9721 1.0008 1.0100 .9853 .9557 <br />• <br />38